Attachment I - Addendum.pdf
PDF 11 MB Posted
- Attached to
- Z2DA--Expand Emergency Department 539-20-102
- Solicitation number
- 36C25021B0075
About this file
This document outlines a federal solicitation for construction services. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10 is seeking a contractor to expand an existing approximately 6,500 square foot emergency department and adjacent office space at the Cincinnati VA Medical Center by an additional approximately 2,200 square feet. Work includes general construction, mechanical, electrical and may involve hazardous material abatement. Modifications will be made to the existing ventilation system to allow for full operation on 100% outdoor air in an emergency pandemic situation. The solicitation number is 36C25021B0075 and is set aside for Service-Disabled Veteran Owned Small Businesses. The estimated value is between $5,000,000 to $10,000,000. The invitation for bids is to be posted on or around June 24, 2021 with bids due within 30-45 days. The selected contractor must complete all work within 740 days of receiving the notice to proceed. Plans and specifications will be available to download with the invitation for bids. No fee will be charged for solicitation documents.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 36C25021B0075 0001.pdf | ||
| Attachment II - Q and A.pdf | ||
| Attachment I - Drawings.pdf | ||
| Attachment V - RFI Attachment.pdf | ||
| Attachment IV - EMR Attachment .pdf | ||
| 36C25021B0075_1.docx | DOCX document | |
| Attachment II - Specs.pdf | ||
| Attachment VI - Justification and Approvals (8).pdf | ||
| Attachment III - DBA WD.pdf |
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Text version
07/27/2021
Luke Turner
General Information:
1. No Comment
Drawing Sheets:
2. Sheet A101: Sheet Reissued. Revisions include:
a. Headwall types and locations called out.
3. Sheet A102: Sheet Reissued. Revisions include:
a. Headwall types and locations called out.
4. Sheet A103: Sheet Reissued. Revisions include:
a. Headwall types and locations called out.
5. Sheet A404: Sheet Reissued. Revisions include:
a. Headwall types and locations called out.
6. Sheet A405: Sheet Reissued. Revisions include:
a. Headwall types and locations called out.
7. Sheet A511: Sheet Reissued. Revisions include:
a. Hinge type for PPE cabinets revised.
8. Sheets S001, S102, S103, S104, S105, S301 are replaced in their entirety by the revised sheets attached.
9. Sheet M001: Revisions include:
a. Add the following ISOLATION ROOM EXHAUST SYSTEM SEQUENCE OF
CONSTRUCTION:
i. INSTALL NEW FANS AND DUCTWORK ON ROOF.
ii. INSTALL NEW AIR FLOW CONTROL VALVES EAV-2 THRU EAV-4 AND EAV-7
THRU EAV-13.
iii. REMOVE EXISTING FANS FOR 2ND FLOOR ISOLATION ROOMS AND TIE
DUCTS IN TO NEW SYSTEM.
iv. REMOVE ED WAITING EXHAUST FAN AND TIE THE DUCTWORK INTO NEW
SYSTEM.
v. REMOVE EXISTING FANS FOR 3RD FLOOR ISOLATION ROOMS AND TIE
DUCTS IN TO NEW SYSTEM.
vi. TIE NEW ISOLATION ROOMS INTO NEW SYSTEM PER PHASE.
10. Sheet MD001 & MH001: Revisions include:
a. Add the following General Note C:
i. C. NEW AHU-1 SHALL BE INSTALLED, TESTED AND FULLY FUNCTIONAL
PRIOR TO ANY REMOVALS WORK FROM EXISTING AHU4 TAKING PLACE.
SWITCHOVER TIME SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND SHALL
BE COORDINATED WITH THE VA WELL IN ADVANCE.
11. Sheet MP001: Sheet Reissued. Revisions include:
a. Revised CHS & CHR pipe sizes to 2” (from 1.5”).
12. Sheet MD101: Sheet Reissued. Revisions include:
a. Removed return duct and air device serving Signals Closet.
b. Added requirement to take air flow readings of existing air devices in AII Rooms.
13. Sheet MD201: Revisions include:
a. Add requirement to take air flow readings of existing air devices. Add the following sentence to plan note 2:
i. TAKE AIR FLOW READINGS PRIOR TO ANY WORK AND SUBMIT TO
ENGINEER.
14. Sheet MD301: Revisions include:
a. Add requirement to take air flow readings of existing air devices. Add the following sentence to plan note 2:
i. TAKE AIR FLOW READINGS PRIOR TO ANY WORK AND SUBMIT TO
ENGINEER.
15. Sheet MH101: Revisions include:
a. Add the following General Note C:
i. C. REFER TO PIPING SHEET FOR ROOM PRESSURE MONITORING
REQUIREMENTS.
b. Revise Note 11 as follows:
i. THERE IS AN ADDITIONAL 200 CFM BEING ADDED TO 1-EF3 UNDER THIS
PROJECT. NUMBERS ARE BASED ON A CURRENT CONSTRUCTION PROJECT
(539-18-101) THAT IS REPLACING THE FAN. FAN IS LOCATED ON THE NORTH
SIDE OF THE 10TH FLOOR PENTHOUSE. TAB FAN AS REQUIRED TO ATTAIN
DESIGN AIR FLOWS LISTED ON THIS SHEET. PRETAB REQUIRED ON DEMO
SHEET. ADDITIONAL TAB REQUIRED IN PHASE 4. APPROXIMATE FINAL AIR
FLOW FOR PHASE 1 IS 12,645 12,315 CFM PLUS DUCT LEAKAGE.
16. Sheet MH102: Sheet Reissued. Revisions include:
a. Revised size of CG3 air device in Triage A169.
b. Added the following General Note C:
i. C. REFER TO PIPING SHEET FOR ROOM PRESSURE MONITORING
REQUIREMENTS.
17. Sheet MH103: Revisions include:
a. Add the following General Note C:
i. C. REFER TO PIPING SHEET FOR ROOM PRESSURE MONITORING
REQUIREMENTS.
18. Sheet MH104: Sheet Reissued. Revisions include:
a. Revised size and location of CG3 air device in Triage A170.
b. Added requirement for TAB of 1-EF3 and associated air devices.
c. Added the following General Note C:
i. C. REFER TO PIPING SHEET FOR ROOM PRESSURE MONITORING
REQUIREMENTS.
19. Sheet MH301: Sheet Reissued. Revisions include:
a. Added requirement for weather hood and bird screen on relief duct.
20. Sheet MH402: Sheet Reissued. Revisions include:
a. Added Air Filter Schedule.
21. Sheet M401: Revisions include:
a. Revise CHS & CHR pipe sizes to 2” (from 1.5”).
22. Sheet M502: Sheet Reissued. Revisions include:
a. Revised PLUME EXHAUST FANS Detail.
b. Deleted VIBRATION ISOLATION BASES Detail and LINEAR SLOT DIFFUSER Detail.
23. Sheet M503: Revisions include:
a. Add the following note under the ‘UNIT TYPE’ table for Detail #3 ‘AIR HANDLING UNIT
DRAIN TRAP DETAIL’:
i. “WHERE X = STATIC PRESSURE IN PAN”.
24. Sheet M601: Sheet Reissued. Revisions include:
a. Revised SPLIT SYSTEM COOLING COILS Schedule.
b. Revised AIR DISTRIBUTION DEVICES Schedule.
c. Revised AHU-1 Cooling Coil pipe size to 2” (from 2.5”).
d. Added reference to Air Filter Schedule.
25. Sheet M701: Sheet Reissued. Revisions include:
a. Added Unoccupied Mode to Air Terminal Unit Control Sequence.
26. Sheet ED101: Sheet Reissued. Revisions include:
a. Revised type ‘P1’ luminaire to ‘F1’ at Work Station #3.
27. Sheet ED103: Sheet Reissued. Revisions include:
a. Removed several type ‘F1’ luminaires at Work Station #1.
b. Revised type ‘P1’ luminaires to ‘F1’ at Work Station #1.
28. Sheet EP102: Sheet Reissued. Revisions include:
a. Added circuit to new HEPA Fan Filter with associated plan note.
29. Sheet EP103: Sheet Reissued. Revisions include:
a. Show added HEPA Fan Filter circuit on panel schedule.
30. Sheet EP104: Sheet Reissued. Revisions include:
a. Added circuit to new HEPA Fan Filter with associated plan note.
Specifications:
31. Section 02 82 11 Asbestos Abatement: Section reissued.
a. 1.1.2./B Material location rooms revised
32. Section 08 71 00 Door Hardware: Section reissued.
a. Door hardware types 10 and 16 revised.
33. Section 23 09 23
a. Revise paragraph 1.1(A) to read as follows:
b. A complete new stand-alone direct digital control system shall be provided under this project to serve the new equipment and renovated areas of this project. The system shall be a
BACNet capable Direct Digital Control System utilizing electric actuation. All new controls shall be stand-alone Tridium Niagara 4 Framework. Any and all required IDs and passwords for access to any component or software program shall be provided to the owner. The owner shall determine which organizations to be named in the SI organization ID (“orgid”) of all software licenses. All Niagara 4 software licenses shall have the following NiCS:
“accept.station.in=*”; “accept.station.out=*”; “accept.wb.in=*”; “accept.wb.out=*”. All open
NIC statements shall follow Niagara Open NIC specifications. Owner shall be free to direct the modification of the “orgid” in any software license, regardless of supplier, by Tridium Inc.
Modifications to the existing Hospital Automated Logic Controls Building Automation System and/or Johnson Controls Metasys Building Automation System, including all graphics, trends, alarms, etc. will also be required for scope modifying existing equipment. All new graphics provided under this contract, for the existing controls systems, shall match existing graphics – obtain all required graphics files from COR. Provide 14 days notice in advance of requiring files.
c. Add paragraphs C, D & E to section 1.4 QUALITY ASSURANCE as follows:
i. C. All naming conventions shall be in compliance with proposed ASHRAE
Standard 223P.
ii. D. All graphics shall be rendered as N4 HTML 5 views. Any graphic page that depends on JAVA-based animated widgets, or in any way depends on any browser-side-applet shall not be acceptable.
iii. E. Provide Scalable Vector Graphic (SVG) format where possible.
34. Section 26 05 33: Requirements for Electrical Installation: Section reissued.
a. Revise paragraph 2.2 (c) to Setscrew couplings and connectors: Use set setscrews of case-hardened steel with hex head and cup point , to firmly seat in wall for positive grounding.
Sheets
File
255 SF
Decon Trailer
Exam
A158
Exam
A157
Exam
A155
Mental Health Exam
A154
Mental Health Exam
A153
Alcove
A151A
Work Station #3
A152
Passageway
C*1*21E
AII Exam
A161
Mental Health Toilet
A151
Exam
A159
POC
A156A
Exam
A156
TEMP
NUTRITION
ROOM
A158
Elec.
A160A
HAC
A160
Lockers
A162A
Tlt.
A158A
Stair 9
Soiled Utility
A147
TEMP MEDS
A146
OIT CLOSET
A147A
CLEAN
LINEN
A147C
Pub. Tlt.
A147B
Soil. Util.
A157
Meds
A158b
Nutrition
A157
/8
/8
/4
/8
/8
/8
/8
/8
/4
/8
/8
12' - 11 3/4"
7 1/4"
8' - 5"
7 1/4"
12' - 5 5/8"
/8
/8
/4
/8
/8
/8
/4
12'-11 25/32" 7 1/4" 8'-0" 7 1/4"
10'-1" 4 7/8"
/2
/8
/2
9'-11 1/2"
4 7/8"
T1.0
T1.0
S2.0S2.0
S2.0S2.0
S1.1
S1.1
S1.1
S2.0S2.0
S2.0S2.0
S1.1S1.1
S2.0S2.0
S2.0
S2.0S2.0
S2.0
S2.0S2.0
S2.0S2.0
S2.0S2.0
S1.1
S2.0
S2.0S2.0
S2.0S2.0
S2.0
S1.1-F
S1.0-F
S2.0S2.0
S2.0
S2.0
S1.1
S2.0
S2.0
S2.0S2.0
S1.0-SP
S1.0-SP
S2.0
S2.0
S2.0
S2.0
S2.0
S2.0
S2.0S2.0
S2.0
S2.0
S2.0
S1.1S1.1
S2.0
T1.0
T1.0 T1.0
S2.0
S2.0
S1.1
S2.0
S2.0S2.0
S2.0S2.0
S2.0S2.0S2.0
S1.1
S2.0
S2.0S2.0
S2.0
S2.0
/8
/8
/8
4 7/8"
6' - 8 1/2"
ALIGN
S1.0-SP
S1.0-SPS1.0-SP
8"
TEMP
CABLE
STORAGE
A162B
TEMP
NUTRITION
ROOM
A158
HAC
A160
Tlt.
A158A
Stair 9
OIT CLOSET
A147A
CLEAN
LINEN
A147C
Pub. Tlt.
A147B
Soil. Util.
A157
Meds
A158b
Decon Trailer
A147B
Nutrition
A157
2.18
2.06
2.18
2.06
2.18
2.06
2.18
2.19
2.04
2.06
2.06 2.06
2.18 2.18
2.06
2.18
2.06
2.18
2.06
2.18
2.06
2.18
2.06
2.18
2.06
2.18
2.04
2.06
2.08
2.04
2.06
2.04
2.06
2.08
2.16
2.06
2.18
Chief Office
A168
Chief Nurse Office
A167
Prog. Asst.
Nurse Manager
A166
Phys.
A165
Waiting
Phys.
A164
Phys.
A163
Phys.
A171
Phys.
A172
Phys.
A162
Stor.
A173
T1.0
11.18
2.04
2.06
9.48
2.31
T1.0
T1.0 T1.0
Tlt.
A155a
On Call
A155
F. Tlt.
A161
M. Tlt.
A174
ELECTRIC
A161A
2.06
2.04
2.35
2.22
2.28
2.15
2.372.15
2.16
2.38
2.15
2.38
2.16
2.18
2.15
2.47
T1.0
TEMP
STORAGE
LOGISTICS
A155a
2.06
2.04
2.06
2.04
2.06
2.04
M2.0
2.492.492.492.49
A401
C
Exam
A158
Exam
A157
Exam
A155
Mental Health Exam
A154
Mental Health Exam
A153
Alcove
A151A
Work Station #3
A152
Passageway
C*1*21E
AII Exam
A161
Mental Health Toilet
A151
Exam
A159
POC
A156A
Exam
A156
Elec.
A160A
HAC
A160
Lockers
A162A
Soiled Utility
A147
TEMP MEDS
A146
156A
C121E
A601
A406
C
162C
A601
Sim
A601
Sim
A1 A2 A1
A1
T1.0
10.41
8.14
8.158.15
EE
8.15
EE
6.20
6.20
T1.0
CLEAN
LINEN
A147C
162A
154 153
27.02
27.03
A408
9.52
9.52
7.05
3.10
27.04
6.206.20
6.20
6.20
6.20
6.20
7.07
7.07
C*1*21D
OIT CLOSET
A147A
A147A
TEMP
CABLE
STORAGE
A162B
3.18
23.14
23.15
27.01
10.15
10.15
10.10
10.10
10.10
10.10
10.10
10.10
4'-0"
1'-11"
A158
A157
A155
A154 A153
A151A
A152
C*1*21E
A161
A151
A156A
A156
A160A
A160
A162A
A147
A146
7'-6"
7'-6"
ACT-1
P-1
P-6
ACT-1
P-3
AWC-1
ACT-2
ACT-2
ACT-1
P-6 P-6
ACT-1
ACT-1
ACT-1
ACT-1
P-6
ACT-1
ACT-1
9'-0"9'-0"
9'-0"
9'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
9'-0"
9'-0"
9'-0"
8'-0"9'-0"
8'-0"
8'-0"
A159
1'-0"
11.19 Typ.
11.19 Typ.
P-1
7'-11"
2.42
A511
A511
10.24
10.24
10.24
10.24
10.24
10.24
8.37 8.37
8.37
9.74
A147C
A147A
8'-0"
ACT-1
8'-0"
ACT-1
P-1P-1
7'-6"7'-6"
C*1*21D
8'-0"
Typ.
Typ.
P-1
A511
26.0526.0526.05
LEGEND
Wall to be Demolished
Existing Wall to Remain
New Wall
Temporary Wall- Installed prior to construction and removed after construction completed.
REFLECTED CEILING PLAN LEGEND
Recessed downlight fixture
Supply Air Diffuser
Return Air Grille
2' x 4' light fixture
2' x 2' acoustical tile ceiling
Gypsum board / portland cement plaster ceiling / soffit - painted
Decorative recessed fixture
Access panel
Recessed linear light fixture
2' x 2' light fixture
Acoustical wood plank ceiling
J O H N
A
P O E
IO
H O
F O
E T A T
S
R EG
IS
E T
R E D
R A C H
TI
E
CT
VA Project No.
JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
/2
/2
:2
:2
A
M
EXPAND EMERGENCY
DEPARTMENT
05/03/21
NEW WORK PLANS- PHASE 1
A101 DesignerApprover
19016.00
539-20-102
Cincinnati, OH
JUSTIN BEAUDOIN
100% CONSTRUCTION
DOCUMENTS
3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290
N Scale: 1/8" = 1'-0"
PHASE 1 - FIRST FLOOR DIMENSION PLAN
N
Scale: 1/8" = 1'-0"
PHASE 1 - DEMOLITION PLAN
N Scale: 1/8" = 1'-0"
PHASE 1 - NOTE PLAN
N
Scale: 1/8" = 1'-0"
PHASE 1 - REFLECTED CEILING PLAN
N N.T.S.Scale:
KEY PLAN
GENERAL NOTES
A. All dimensions are taken to face of gypsum wallboard or unit masonry.
B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.
C. All wood blocking to be fire retardent treated.
D. All partitions shall be type 'S1.0' unless noted otherwise.
KEYNOTES
A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.
B. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.
C. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.
D. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops are removed.
E. Prepare walls and floor slabs as required to receive new finish materials where existing finish is indicated to be removed.
F. Remove existing corner guards in areas to be remodeled.
G. Protect existing structure, adjacent windows, doors and other building elements during demolition.
H. Prepare existing floor surface throughout the entire area of demolition and construction for new covering. Pour cementitious topping to fill voids, feather all edges to match adjacent floor elevations and correct low areas to remain. Review and coordinate new floor drain locations and any floor slopes prior to slab prep.
I. Sprinklers and water supply to be maintained throughout. See MEP Drawings.
A. All wood blocking shall be fire retardant.
B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Architect
C. See Electrical Drawings for lighting specifications.
D. Vertical faces of soffits and bulkheads to receive same finish as horizontal plane identified on RCP.
E. Soffits in patient rooms to be 8'-0" A.F.F. and painted P-1.
GENERAL DEMO NOTES
GENERAL RCP NOTES
Revisions Date
3 ADDENDUM #1 07/27/21
1 BID SET 05/03/21
3.10 Infill existing slab depression as required to provide level substrate for new finishes.
3.18 Concrete in indicated area must be level and within 1/8" to accommodate nurse station. Stainless steel base will need to run flush along level surface.
6.20 PPE Cabinet. See Details sheet A511.
7.05 7" 3HR rated floor expansion joint assembly.
7.07 Wall expansion joint.
8.14 New frosted insulated glazing IL #1 in existing window frame
8.15 Black out film laminated to the interior face of existing glazing.
8.37 Behavioral Health access panel.
9.48 Infill existing recessed slab as required to provide an
appropriate substrate for new scheduled finish.
9.52 Gypsum control joint
9.74 Adjust existing ceiling as required for new construction
10.10 Typical headwall. See MEP for utility connections.
10.15 Mental Health headwall with roll down security enclosure.
10.24 Cubical curtain track.
10.41 Semi-recessed fire extinguisher cabinet.
11.18 Remove existing patient lift.
11.19 Patient lift.
23.14 Analog pressure monitor. See mechanical drawings.
23.15 Digital pressure monitor. See mechanical drawings.
26.05 New lights installed in existing grid. See electrical.
27.01 Card reader. See Technology drawings.
27.02 Hand Actuator. See Technology Drawings.
27.03 Card Reader and Intercom Camera. See Technology Drawings
27.04 Card reader to be installed in phase 1 and removed and
reused during phase 3.
2.04 Remove existing VCT flooring and rubber base. Prepare
subfloor for new scheduled finish this area.
2.06 Remove existing acoustic ceiling tile, grid, lights and all ceiling mounted accessories this area.
2.08 Remove ceramic wall tile and associated gypsum board.
2.15 Remove existing gypsum board ceiling.
2.16 Remove existing ceramic floor, base, and setting material.
Prepare subfloor for new scheduled finish.
2.18 Remove existing carpet flooring and rubber base. Prepare subfloor for new scheduled finish and base this area.
2.19 Remove existing cross corridor door and wall.
2.22 Remove porcelain floor tile and base.
2.28 Remove existing wall tile. Patch wall and prep wall for new finishes.
2.31 Remove existing 12"+/- masonry with brick wall full height to bottom of structure. Remove brick to nearest shelf angle.
2.35 Remove existing wall mounted handrail.
2.37 Existing soiled utility access door to remain.
2.38 Remove existing toilet partitions.
2.42 Existing suspended ceiling tile and grid to remain until future phase.
2.47 Remove existing shower base. Prepare subfloor for new
schedule finish and base in this area.
2.49 Remove existing 4" CMU walls in this area. Grind floor slab smooth as required to recieve new finish.
EXAM
A168EXAM
A166
EXAM
A165
Bariatric AII Exam
A164
TRIAGE
A169
WORK
STATION #2
A171
PASSAGEWAY
C*1*21C
AII EXAM
A167
PASSAGEWAY
C*1*21B
Alcove
A164AORTHO
STORAGE
A164B
TEMP
STORAGE
LOGISTICS
A151
Tlt.
A158A
TEMP
NUTRITION
ROOM
A162C
BARIATRIC
PATIENT
TOILET
A163
17' - 10" 4 7/8" 10' - 3"
4 7/8"
9' - 9 3/8"
4 7/8"
10' - 5"
4 7/8"
10' - 1"
/4
/8
/8
/8
/2
/8
/2
/8
/4
8'-4 5/16"
4 7/8"
9'-5"
4 1/4" 8' - 0"
4 7/8"
5' - 2" 4 7/8"
20' - 11 3/8" 4 7/8"
8' - 0"
7 1/4"
11' - 0"
/8
/8
/4
/4
T1.0
T1.0
T1.0
S2.0S2.0
S2.0
S2.0S2.0S2.0
S2.0S2.0
S2.0S2.0
S2.0S2.0S2.0S2.0
S1.1
S2.0
S2.0S2.0
S1.0-SP
S1.0-SP
S1.0-SP
S1.0-SP
S1.1
S2.0 S2.0
S2.0 S2.0
S2.0S2.0
S1.1
T1.0 S1.1
T1.0 T1.0
S1.1
S1.0-SP
S2.0S2.0
S2.0
S1.1
S2.0
S1.1
TEMP
CABLE
STORAGE
A162B
T1.0
T1.0
11.9-S
EXAM
A168
EXAM
A166
EXAM
A165
Bariatric AII Exam
A164
TRIAGE
A169
WORK
STATION #2
A171
PASSAGEWAY
C*1*21C
AII EXAM
A167
PASSAGEWAY
C*1*21B
Alcove
A164A
ORTHO
STORAGE
A164B
BARIATRIC
PATIENT
TOILET
A163
165 166
164B
C121A
A406
B
10.41
8.09
27.03
27.02
27.01
6.20
6.20
Typ.
T1.0
T1.0
T1.0
T1.0
9.49
27.02
A408
C121B
A408
9.52
7.06
7.06
6.20
6.20
6.20
T1.0
9.49
23.14 23.15
23.14
23.15
TEMP
NUTRITION
ROOM
A162C
TEMP
CABLE
STORAGE
A162B
3.18
5.18
11.9-S
DD
10.17
10.10 10.10 10.10 10.10
10.10
/2
1'-0"
1'-0"
/2
1'-0"
1'-0"
5'-0" 5'-0"
A168A166A165
A164
A169
A171
C*1*21C
A167
C*1*21B
A164AA164B
A163
7'-6"
P-6
P-3
AWC-1
7'-11" 7'-11"
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
P-69'-0"
8'-0" 8'-0" P-6
P-1
7'-11"
8'-10" 9'-0" 8'-6"
9'-0"
8'-0"
8'-0"
ACT-1
8'-0" 8'-0"
8'-0"
ACT-1
C*1*21A
8'-0"
ACT-1
11.19 Typ.
11.20
A511
A511
A511
10.24
10.24 10.2410.24
10.24
10.24
P-6
8'-0"
Typ.
Typ.
P-1
P-1 P-1
9.52
9.52
TEMP
STORAGE
LOGISTICS
A151
TEMP
NUTRITION
ROOM
A162C
2.12
2.04
2.06
2.04
2.06
2.04
2.06
2.02
2.02
2.04
2.06
2.12
2.20
2.04
2.06
2.12
2.20
2.16
2.08
2.04
2.06
2.12
2.20
2.04
2.04
2.06
2.06
2.04
2.06
2.302.012.01
2.06
2.06
2.04
2.08 2.02
2.12
2.16
2.02
2.04
2.06
2.04
2.06
Triage
C120
Heart Exam
A150
Restroom
A149a
Heart Exam
A148
Squad Stor.
A150aPCMM Coordinator
A146a
Quality Manager
Meds.
A158b
Nutrition
A136a
Heart Exam
A149
Soiled Utility
A157
2.06
2.12
2.12
T1.0
T1.0
T1.0T1.0
2.412.41
11.9-S
LEGEND
Wall to be Demolished
Existing Wall to Remain
New Wall
Temporary Wall- Installed prior to construction and removed after construction completed.
REFLECTED CEILING PLAN LEGEND
Recessed downlight fixture
Supply Air Diffuser
Return Air Grille
2' x 4' light fixture
2' x 2' acoustical tile ceiling
Gypsum board / portland cement plaster ceiling / soffit - painted
Decorative recessed fixture
Access panel
Recessed linear light fixture
2' x 2' light fixture
Acoustical wood plank ceiling
J O H N
A
P O E
IO
H O
F O
E T A T
S
R EG
IS
E T
R E D
R A C H
TI
E
CT
VA Project No.
JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
/2
/2
:2
:3
A
M
EXPAND EMERGENCY
DEPARTMENT
05/03/21
NEW WORK PLANS- PHASE 2
A102 DesignerApprover
19016.00
539-20-102
Cincinnati, OH
JUSTIN BEAUDOIN
100% CONSTRUCTION
DOCUMENTS
3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290
N Scale: 1/8" = 1'-0"
PHASE 2 - FIRST FLOOR DIMENSION PLAN
N Scale: 1/8" = 1'-0"
PHASE 2 - NOTE PLAN
N
Scale: 1/8" = 1'-0"
PHASE 2 - REFLECTED CEILING PLAN
N Scale: 1/8" = 1'-0"
PHASE 2 - DEMOLITION PLAN
N
N.T.S.Scale:
KEY PLAN
KEYNOTES
GENERAL NOTES
A. All dimensions are taken to face of gypsum wallboard or unit masonry.
B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.
C. All wood blocking to be fire retardent treated.
D. All partitions shall be type 'S1.0' unless noted otherwise.
A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.
B. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.
C. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.
D. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops are removed.
E. Prepare walls and floor slabs as required to receive new finish materials where existing finish is indicated to be removed.
F. Remove existing corner guards in areas to be remodeled.
G. Protect existing structure, adjacent windows, doors and other building elements during demolition.
H. Prepare existing floor surface throughout the entire area of demolition and construction for new covering. Pour cementitious topping to fill voids, feather all edges to match adjacent floor elevations and correct low areas to remain. Review and coordinate new floor drain locations and any floor slopes prior to slab prep.
I. Sprinklers and water supply to be maintained throughout. See MEP Drawings.
A. All wood blocking shall be fire retardant.
B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Architect
C. See Electrical Drawings for lighting specifications.
D. Vertical faces of soffits and bulkheads to receive same finish as horizontal plane identified on RCP.
E. Soffits in patient rooms to be 8'-0" A.F.F. and painted P-1.
GENERAL DEMO NOTES
GENERAL RCP NOTES
Revisions Date
3 ADDENDUM #1 07/27/21
1 BID SET 05/03/21
6.20 PPE Cabinet. See Details sheet A511.
7.06 3" 3HR rated floor expansion joint assembly.
8.09 Install opening for future ICU sliding door.
9.49 Construct room to limit the passage of air. Ensure that gypsum wall board is fitted tight and sealed to deck above and floor slab providing a continuous barrier. Seal drywall construction at perimeter and corners. Seal all penetrations created by Architectural and MEPFS items including, but not limited to, ducts, wall outlets, conduit, and pipes.
9.52 Gypsum control joint
10.10 Typical headwall. See MEP for utility connections.
10.17 Bariatric headlwall.
10.24 Cubical curtain track.
10.41 Semi-recessed fire extinguisher cabinet.
11.19 Patient lift.
11.20 Bariatric Patient Lift.
23.14 Analog pressure monitor. See mechanical drawings.
23.15 Digital pressure monitor. See mechanical drawings.
27.01 Card reader. See Technology drawings.
27.02 Hand Actuator. See Technology Drawings.
27.03 Card Reader and Intercom Camera. See Technology Drawings
2.01 Remove existing window sill.
2.02 Remove existing base cabinets, wall cabinets and countertop
2.04 Remove existing VCT flooring and rubber base. Prepare
subfloor for new scheduled finish this area.
2.06 Remove existing acoustic ceiling tile, grid, lights and all ceiling mounted accessories this area.
2.08 Remove ceramic wall tile and associated gypsum board.
2.12 Remove all existing wall mounted equipment, accessories, corner gaurds, handrails, bumper guards, etc.
2.16 Remove existing ceramic floor, base, and setting material.
Prepare subfloor for new scheduled finish.
2.20 Remove existing patient lifts and supports.
2.30 Remove existing fire extinguisher cabinet. Patch wall as required.
2.41 Remove existing expansion joint. Prepare for new expansion joint system.
3.18 Concrete in indicated area must be level and within 1/8" to accommodate nurse station. Stainless steel base will need to run flush along level surface.
5.18 Swing down grab bar support.
JT
Resuscitation
A172
CLEAN
LINEN
A145
TEMP MEDS
A146
Patient Toilet
A174B
AII Exam
A174
Ante Room
A174A
Procedure
A173
STORAGE
LOGISTICS
A150
MEDS
A148
PASSAGEWAY
C*1*21
SIGNALS
147A
SOILED
UTILITY
A147
CORRIDOR
C*1*21D
TEMPORARY
STORAGE
LOGISTICS
A170
WOW &
EQUIPMENT
A171A
WORK
STATION #1
A171B
NUTRITION
A149
WORK
STATION #2
A171
PASSAGEWAY
C*1*21C
PASSAGEWAY
C*1*21A
5'-9"
4 7/8"
6'-8 1/2"
14'-7" 7 1/4" 12'-4" 2'-0" 17'-2"
/4
/2
8'-8 3/8"
7 1/4"
8'-0 3/8"
1'-3 1/4"
8'-11"
/4
/4
/8
/4
18' - 2 1/4" 4 7/8" 12' - 6 7/8"
4 7/8"
5' - 2" 6' - 2" 15' - 2 1/4" 4 7/8" 8' - 7 1/4"
" 4
/8
/8
/8
/2
/2
/1
/8
/1
/8
S2.0
S2.0
S1.1
S1.1
S2.0
S1.1S1.1
S1.1
S2.0
S2.0
S1.1
S1.1
S2.0S2.0
S1.0-F
S2.0S2.0
S2.0S2.0S2.0
S2.0S2.0
S2.0
S2.0
S1.0-SP
S1.0-SP
T1.0 T1.0
T1.0
S1.0-SPS1.0-SP
S1.0-SP
S1.0-F
S1.0-F
S2.0
S2.0
S2.0S2.0
S2.0
S1.0-F
T1.0
S3.0
T1.0
T1.0
T1.0
S2.0
PASSAGEWAY
C*1*21E
WORK
STATION #2
A171
PASSAGEWAY
C*1*21C
PASSAGEWAY
C*1*21A
TEMP MEDS
A146
SOILED
UTILITY
A147
2.04
2.06
2.04
2.06
2.12
2.04
2.06
2.12
2.20
2.06 2.06
2.04 2.04
2.12 2.12
2.20 2.20
2.11
2.02
2.02
2.06
2.08
2.04
2.06
2.12
2.20
2.04
2.06
2.12
2.20
2.04
2.12
2.06
2.20
2.04
2.06
2.12
2.20 2.02
2.02
2.04
2.15
2.01
2.01
2.20
2.04
2.06
2.04
2.15
2.12
2.16
2.24 2.04
2.06
2.12
2.20
2.21
STORAGE
LOGISTICS
A147d
Cl. Lin.
A147c
Sig.
Secl.
A137
Secl.
A152
Minor Surgery
A153
Chief Office
2.01
2.01
2.20
2.062.06
2.13
2.13
2.13
2.13
2.13 2.13 2.13
2.32
2.32
T1.0
T1.0
T1.0
T1.0
Pub. Tlt.
A147b
2.14
2.14
2.392.39
2.41
T1.0
T1.0
T1.0
T1.0
LEGEND
Wall to be Demolished
Existing Wall to Remain
New Wall
Temporary Wall- Installed prior to construction and removed after construction completed.
1'-0"
1'-0"
A172
A174B
A174
A174A
A173
A150
A148
C*1*21
A171A
A171B
A149
ACT-1
ACT-1
ACT-1
P-3P-3
7'-6"
7'-6"7'-6"
7'-11"
7'-11"
ACT-1
ACT-1
P-6
P-6
P-6
P-6
ACT-2
9'-0"
9'-0"
9'-0"
8'-0"8'-0"
8'-0"
8'-0"
8'-0"
AWC-1
AWC-1
P-3
P-3 P-3
8'-0"
7'-6"
8'-0"
C*1*21C
8'-0"
8'-0"
7'-6"
8'-0"
EQ EQ
E Q
E Q
EQ EQ
A511
A511
A511
A511
10.24
10.24
9.52
7'-6"
P-1
P-1
P-1
P-1
P-1
2' - 6"
26.04
11.19
A511
7' - 6" 5' - 0"
26.04
9.799.79
11.19
11.19
P-3
9.52
9.52
9.52
9.52
11.23
11.23
REFLECTED CEILING PLAN LEGEND
Recessed downlight fixture
Supply Air Diffuser
Return Air Grille
2' x 4' light fixture
2' x 2' acoustical tile ceiling
Gypsum board / portland cement plaster ceiling / soffit - painted
Decorative recessed fixture
Access panel
Recessed linear light fixture
2' x 2' light fixture
Acoustical wood plank ceiling
A401
B
174A
A406
A
27.02
27.01
A601
STORAGE
LOGISTICS
A150
PASSAGEWAY
C*1*21
CLEAN
LINEN
A145
SIGNALS
147A
AII Exam
A174
Patient Toilet
A174B Ante Room
A174A
Procedure
A173
Resuscitation
A172
MEDS
A148
WOW &
EQUIPMENT
A171A
TEMPORARY
STORAGE
LOGISTICS
A170
WORK
STATION #1
A171B
PASSAGEWAY
C*1*21A
NUTRITION
A149
T1.0
T1.0
T1.0 6.20
2.32
2.32
BB
CC
T1.0
T1.0
9.49
9.49
9.49
174B
27.03
C121
A408
9.52
7.06
TEMP MEDS
A146
SOILED
UTILITY
A147
6.20
6.20
27.02
27.02
27.02
27.02
6.20
6.20
7.07
7.077.077.07 7.07
T1.0
7.06
A601
Sim
A601
Sim
3.18
7.07
5.18
DD
DD
23.14
23.15
23.14
23.15
27.01
10.18
10.10 10.10
J O H N
A
P O E
IO
H O
F O
E T A T
S
R EG
IS
E T
R E D
R A C H
TI
E
CT
VA Project No.
JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
/2
/2
:2
:4
A
M
EXPAND EMERGENCY
DEPARTMENT
05/03/21
NEW WORK PLANS- PHASE 3
A103
SOKR
19016.00
539-20-102
Cincinnati, OH
JUSTIN BEAUDOIN
100% CONSTRUCTION
DOCUMENTS
3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290
N Scale: 1/8" = 1'-0"
PHASE 3 - FIRST FLOOR DIMENSION PLAN
N
Scale: 1/8" = 1'-0"
PHASE 3 - DEMOLITION PLAN
N Scale: 1/8" = 1'-0"
PHASE 3 - REFLECTED CEILING PLAN
N
Scale: 1/8" = 1'-0"
PHASE 3 - NOTE PLAN
N Scale: 3/64" = 1'-0"
KEYPLAN
KEYNOTES
GENERAL NOTES
A. All dimensions are taken to face of gypsum wallboard or unit masonry.
B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.
C. All wood blocking to be fire retardent treated.
D. All partitions shall be type 'S1.0' unless noted otherwise.
A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.
B. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.
C. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.
D. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops are removed.
E. Prepare walls and floor slabs as required to receive new finish materials where existing finish is indicated to be removed.
F. Remove existing corner guards in areas to be remodeled.
G. Protect existing structure, adjacent windows, doors and other building elements during demolition.
H. Prepare existing floor surface throughout the entire area of demolition and construction for new covering. Pour cementitious topping to fill voids, feather all edges to match adjacent floor elevations and correct low areas to remain. Review and coordinate new floor drain locations and any floor slopes prior to slab prep.
I. Sprinklers and water supply to be maintained throughout. See MEP Drawings.
A. All wood blocking shall be fire retardant.
B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Architect
C. See Electrical Drawings for lighting specifications.
D. Vertical faces of soffits and bulkheads to receive same finish as horizontal plane identified on RCP.
E. Soffits in patient rooms to be 8'-0" A.F.F. and painted P-1.
GENERAL DEMO NOTES
GENERAL RCP NOTES
Revisions Date
3 ADDENDUM #1 07/27/21
1 BID SET 05/03/21
2.39 Remove existing half height wall protection. Patch and repair wall for future finishes.
2.41 Remove existing expansion joint. Prepare for new expansion joint system.
3.18 Concrete in indicated area must be level and within 1/8" to accommodate nurse station. Stainless steel base will need to run flush along level surface.
5.18 Swing down grab bar support.
6.20 PPE Cabinet. See Details sheet A511.
7.06 3" 3HR rated floor expansion joint assembly.
7.07 Wall expansion joint.
9.49 Construct room to limit the passage of air. Ensure that gypsum wall board is fitted tight and sealed to deck above and floor slab providing a continuous barrier. Seal drywall construction at perimeter and corners. Seal all penetrations created by Architectural and MEPFS items including, but not limited to, ducts, wall outlets, conduit, and pipes.
9.52 Gypsum control joint
9.79 Portion of ceiling grid and tiles installed at end of phase 3.
10.10 Typical headwall. See MEP for utility connections.
10.18 Rescusitation headwall.
10.24 Cubical curtain track.
11.19 Patient lift.
11.23 Provide stop in stationary rails to stop traveing rail from hitting light.
23.14 Analog pressure monitor. See mechanical drawings.
23.15 Digital pressure monitor. See mechanical drawings.
26.04 Procedure light. See MEP and structural for support.
27.01 Card reader. See Technology drawings.
27.02 Hand Actuator. See Technology Drawings.
27.03 Card Reader and Intercom Camera. See Technology Drawings
2.01 Remove existing window sill.
2.02 Remove existing base cabinets, wall cabinets and countertop
2.04 Remove existing VCT flooring and rubber base. Prepare
subfloor for new scheduled finish this area.
2.06 Remove existing acoustic ceiling tile, grid, lights and all ceiling mounted accessories this area.
2.08 Remove ceramic wall tile and associated gypsum board.
2.11 Remove existing nurse station casework.
2.12 Remove all existing wall mounted equipment, accessories, corner gaurds, handrails, bumper guards, etc.
2.13 Remove existing ceiling mounted curtains.
2.14 Remove existing gypsum board soffit and support framing.
2.15 Remove existing gypsum board ceiling.
2.16 Remove existing ceramic floor, base, and setting material.
Prepare subfloor for new scheduled finish.
2.20 Remove existing patient lifts and supports.
2.21 Mechanical chase, to remain.
2.24 Existing pneumatic tube system to be relocated as shown on new work plans. Owner shall continue to use station during construction. Contractor to maintain access as required during construction.
2.32 Existing window at higher elevation to remain.
VS-1
RWP-2
VS-1
P-5 P-1
P-1
VS-1
Soffit 6'-0"
S o ff it
2'-6" 1'-6"
Filler 2"
T4B8
PL-1
RB-1
RWP-2
P-1
P-1
VS-1
D
E
G
SS-2
RWP-2
VS-1
10.10
11.19
P-5P-5
RWP-2
VS-1
P-5
11.19
11.01
RWP-2
10.10
VS-1
RWP-2
P-1
CG-1
P-1
RWP-2
SS-2
VS-1
EQ EQ 2' - 6" 2' - 0"
2"
B8 B10 PL-1
RB-1
E
G
P-1
CG-1 P-1
RWP-2
VS-1VS-1
VS-1
RWP-2
P-1
E
G
P-1
CG-1
P-1
VS-1VS-1
9 59
P-1
VS-1
CL-1CL-1
6.206.20
P-1
VS-1
G
E
VS-1
P-1
P-1
RES-1RES-1
RWP-2 26
11.19
P-1
RWP-2
CG-1
P-1
CG-1
RES-1
10.18
A404
A
A404
A
E
G
Resuscitation
A172
A
A404
A
A404
E
G
Procedure
A173
A404
A
A404
A
Ante Room
A174A
AII Exam
A174
Patient Toilet
A174B
G
E
E G
A601
J O H N
A
P O E
IO
H O
F O
E T A T
S
R EG
IS
E T
R E D
R A C H
TI
E
CT
VA Project No.
JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
/2
/2
:2
:4
A
M
EXPAND EMERGENCY
DEPARTMENT
05/03/21
INTERIOR ELEVATIONS - PATIENT
ROOMS
A404 DesignerApprover
19016.00
539-20-102
Cincinnati, OH
JUSTIN BEAUDOIN
100% CONSTRUCTION
DOCUMENTS
3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290
KEYNOTES
EQUIPMENT SCHEDULE
Tag Description
1 BP - Blanketrol III
2 BS - Bladder Scanner
3 BW - Blanket Warmer
4 CS - Capper Station
5 DC - Document Center
6 DM - Dual Monitors
7 GD - Glove Dispenser
8 HS - Hand Sanitizer
9 ITC - Intubation Cart
10 LF - Labs Refrigerator
11 LNC - Line Cart (IV Cart)
12 MC - Medication Computer
13 MF - Medication Refrigerator
15 MWB - Medical Waste Bins
16 NF - Nutrition Refrigerator
17 OC - Oxygen Cart
18 OMC - OmniCell
19 PB - Par Bins 3' Sections
20 PEC - Portable Electrocardiogram
21 PS - Portable Scale
22 PAL - Portable Patient lift
23 PYX - Pyxis
24 RC - Respratory Machines
25 RF - Refrigerator
26 SC - Sharps Container
27 SW - Standing Wastebasket
28 TICU - Tele ICU Carts
29 TLA - Toilet Lift Assist
30 TV - TV (Entertainment)
31 US - UltraSound
33 WCC - Wound Care Cart
34 WOW - Workstation on Wheels (Large)
35 XRC - Portable X-Ray
36 WBP - Wristband Printer
37 LAP - Labs Printer
38 LP - Labels Printer
40 SP - Tele Strip Printer
41 TP - Tele Printer
42 BMSM - BMS Monitor
43 FES - Front Entrance Screen
44 FEP -Front Entrance Phone
45 NCM - Nurse Call Monitor
46 DS - Desktop Scanner
47 DAB - Doctor Assignment Board
48 DPR - Desktop Printer
49 TM - Tele Monitor
50 EMRB - Emergency Management Radio Bank
51 TBBC - Tele Box Battery Charger
52 TCPU - Tele CPU
53 TB - Trash Bin (Large)
54 RB - Red Bin (Waste)
55 LB - Linen Bag
56 TC - Trash Can
57 IM - Ice Machine
58 IS - Information Shredder
59 CC - Crash Cart
60 DC - Desktop Computer
61 LS - Large Screen Television
62 IRV - Rapid Infusion 24"D
63 STB - Staff Tackboard
64 SWB - Staff Whiteboard
65 TV - Telemonitor
X
X - #
Toilet Accessory
Material Finish
Keynote
Symbol Legend
# Equipment
Scale: 1/4" = 1'-0"
A173 - Procedure
9101112
Scale: 1/4" = 1'-0"
A172 - Resuscitation
C
B
Scale: 1/4" = 1'-0"
A174 - AII Exam Room
TOILET ACCESSORIES SCHEDULE
Mark Item Product # Manufacturer Provided/Installed
A Vertical Grab Bar, 18" L B-6806 X 18 Bobrick Contractor/Contractor
B Horizontal Grab Bar, 42" L B-6806 X 42 Bobrick Contractor/Contractor
C Horizontal Grab Bar, 36" L B-6806 X 36 Bobrick Contractor/Contractor
D Security Toilet Tissue Roll Holder KG23 Kingsway Group Inc Contractor/Contractor
E Paper Towel Dispenser -- -- Government/Contractor
F Mirror B-165 2436 Bobrick Contractor/Contractor
G Soap Dispenser -- -- Government/Contractor
H Sanitary Napkin Disposal B270 Bobrick Contractor/Contractor
I Toilet Tissue Dispenser -- -- Government/Contractor
J Robe Hook B-6717 Bobrick Contractor/Contractor
K Ligature Resistant Mirror KG231 Kingsway Group Inc Contractor/Contractor
L Anti-Ligature Horizontal Grab Bar, 36" L KG274 Kingsway Group Inc Contractor/Contractor
M Anti-Ligature Horizontal Grab Bar, 42" L KG276 Kingsway Group Inc Contractor/Contractor
N Anti-Ligature Vertical Grab Bar, 18" L KG270 Kingsway Group Inc Contractor/Contractor
O Mop & Broom Holder B-239x34 Bobrick Contractor/Contractor
P Anti-Ligature Hand Towel Dispenser KG02 Kingsway Group Inc Government/Contractor
Q Anti-Ligature Soap Dispenser KG07 Kingsway Group Inc Government/Contractor
S Anti-Ligature Coat Hook KG180 Kingsway Group Inc Government/Contractor
T Flip-Up Grab Bar B-4998 Bobrick Contractor/Contractor
A
Revisions Date
3 ADDENDUM #1 07/27/21
1 BID SET 05/03/21
6.20 PPE Cabinet. See Details sheet A511.
10.10 Typical headwall. See MEP for utility connections.
10.18 Rescusitation headwall.
11.01 Recessed, double tier, horizontal patient headwall.
11.19 Patient lift.
A405
A
A405
A
Alcove
A164A
ORTHO
STORAGE
A164B
Bariatric AII Exam
A164
E G
E
G
G
E
DD
P-1
VS-1
RWP-2
P-1P-1
RWP-2
VS-1VS-1
55 26
SS-2
PL-1
RB-1
CG-1
S o ff it
Filler 2" 1'-6"
T4
EQ EQ
C1
12.28
RWP-2
P-5
VS-1
CG-1
P-1
11.20
RWP-2
RWP-2
VS-1
10.17
P-1
VS-1
P-1 P-1
CG-1
RWP-2
VS-1
P-1
CG-1
PL-1
RWP-2
VS-1
P-1
P-1
SS-2
G
E
B8T4
1'-6" 2'-6"
S o ff it
Soffit 5'-7 3/4"
RWP-2
P-5
VS-1
11.19
RWP-2
10.10
1P-1
VS-1
A405
A
A405
A
Exam
A165
E
G J O H N
A
P O E
IO
H O
F O
E T A T
S
R EG
IS
E T
R E D
R A C H
TI
E
CT
VA Project No.
JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
/2
/2
:2
:5
A
M
EXPAND EMERGENCY
DEPARTMENT
05/03/21
INTERIOR ELEVATIONS - PATIENT
ROOMS
A405 DesignerApprover
19016.00
539-20-102
Cincinnati, OH
JUSTIN BEAUDOIN
100% CONSTRUCTION
DOCUMENTS
3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290
17181920
13141516
KEYNOTES
EQUIPMENT SCHEDULE
Tag Description
1 BP - Blanketrol III
2 BS - Bladder Scanner
3 BW - Blanket Warmer
4 CS - Capper Station
5 DC - Document Center
6 DM - Dual Monitors
7 GD - Glove Dispenser
8 HS - Hand Sanitizer
9 ITC - Intubation Cart
10 LF - Labs Refrigerator
11 LNC - Line Cart (IV Cart)
12 MC - Medication Computer
13 MF - Medication Refrigerator
15 MWB - Medical Waste Bins
16 NF - Nutrition Refrigerator
17 OC - Oxygen Cart
18 OMC - OmniCell
19 PB - Par Bins 3' Sections
20 PEC - Portable Electrocardiogram
21 PS - Portable Scale
22 PAL - Portable Patient lift
23 PYX - Pyxis
24 RC - Respratory Machines
25 RF - Refrigerator
26 SC - Sharps Container
27 SW - Standing Wastebasket
28 TICU - Tele ICU Carts
29 TLA - Toilet Lift Assist
30 TV - TV (Entertainment)
31 US - UltraSound
33 WCC - Wound Care Cart
34 WOW - Workstation on Wheels (Large)
35 XRC - Portable X-Ray
36 WBP - Wristband Printer
37 LAP - Labs Printer
38 LP - Labels Printer
40 SP - Tele Strip Printer
41 TP - Tele Printer
42 BMSM - BMS Monitor
43 FES - Front Entrance Screen
44 FEP -Front Entrance Phone
45 NCM - Nurse Call Monitor
46 DS - Desktop Scanner
47 DAB - Doctor Assignment Board
48 DPR - Desktop Printer
49 TM - Tele Monitor
50 EMRB - Emergency Management Radio Bank
51 TBBC - Tele Box Battery Charger
52 TCPU - Tele CPU
53 TB - Trash Bin (Large)
54 RB - Red Bin (Waste)
55 LB - Linen Bag
56 TC - Trash Can
57 IM - Ice Machine
58 IS - Information Shredder
59 CC - Crash Cart
60 DC - Desktop Computer
61 LS - Large Screen Television
62 IRV - Rapid Infusion 24"D
63 STB - Staff Tackboard
64 SWB - Staff Whiteboard
65 TV - Telemonitor
X
X - #
Toilet Accessory
Material Finish
Keynote
Symbol Legend
# Equipment
Scale: 1/4" = 1'-0"
A164 - Bariatric AII Exam Room
Scale: 1/4" = 1'-0"
A165 - Exam
D
TOILET ACCESSORIES SCHEDULE
Mark Item Product # Manufacturer Provided/Installed
A Vertical Grab Bar, 18" L B-6806 X 18 Bobrick Contractor/Contractor
B Horizontal Grab Bar, 42" L B-6806 X 42 Bobrick Contractor/Contractor
C Horizontal Grab Bar, 36" L B-6806 X 36 Bobrick Contractor/Contractor
D Security Toilet Tissue Roll Holder KG23 Kingsway Group Inc Contractor/Contractor
E Paper Towel Dispenser -- -- Government/Contractor
F Mirror B-165 2436 Bobrick Contractor/Contractor
G Soap Dispenser -- -- Government/Contractor
H Sanitary Napkin Disposal B270 Bobrick Contractor/Contractor
I Toilet Tissue Dispenser -- -- Government/Contractor
J Robe Hook B-6717 Bobrick Contractor/Contractor
K Ligature Resistant Mirror KG231 Kingsway Group Inc Contractor/Contractor
L Anti-Ligature Horizontal Grab Bar, 36" L KG274 Kingsway Group Inc Contractor/Contractor
M Anti-Ligature Horizontal Grab Bar, 42" L KG276 Kingsway Group Inc Contractor/Contractor
N Anti-Ligature Vertical Grab Bar, 18" L KG270 Kingsway Group Inc Contractor/Contractor
O Mop & Broom Holder B-239x34 Bobrick Contractor/Contractor
P Anti-Ligature Hand Towel Dispenser KG02 Kingsway Group Inc Government/Contractor
Q Anti-Ligature Soap Dispenser KG07 Kingsway Group Inc Government/Contractor
S Anti-Ligature Coat Hook KG180 Kingsway Group Inc Government/Contractor
T Flip-Up Grab Bar B-4998 Bobrick Contractor/Contractor
Revisions Date
1 BID SET 05/03/21
10.10 Typical headwall. See MEP for utility connections.
10.17 Bariatric headlwall.
11.19 Patient lift.
11.20 Bariatric Patient Lift.
12.28 In-wall recessed countertop support bracket.
B a s e
3/4" 1' - 0 1/2" 3/4"
12.37
12.07
/4
/2
" 1 /2
/2
/2
/2
/2
/2
/2
/2
/2
12.37
12.07
12.37
CEILING PLANE
12.12
12.12
12.08
Shelf Layout
12.12
12.15
6.30
A511
A511
/4
/2
Gloves
Dissinfectant Wipes
N-95 Masks
Gowns
Misc.
Procedure Masks
Gloves
Gloves
Elevation with Door
1' - 0 1/2"
/8
/8
/2
12.07
6.41
6.30 6.30
6.36
/4
/4
/4
/2
12.15
12.06
3/4"
1'-0 1/2"
3/4"
1/2"1/2"
12.12 3
R u b b e r
B a s e
U p t o C e ili n g P la n e
12.37
12.07
6"
5/8"
3/8"
5/8"
5 3/8"
5/8" Face Frame
3/4"
1/2"
/4
"1
/2
"1
/2
/2
/2
/2
/2
/2
/2
/2
/2
9.14
9.60
12.37
12.07
12.07
12.08
12.10
CEILING PLANE
1 1/4"
12.37
12.15
ALIGN FACES
12.13
6.03
6.03
/2
/4
FLOOR
Face Frame
9.65
9.65
12.39
6.38
12.38
5.17
AWC-1
8'-0" A.F.F.
Gypsum (P-3)
7'-6" A.F.F.
4 7/8"
12.39
9.659.659.65
5.17
9.41
ACT-1
8'-0" A.F.F.
Gypsum (P-1)
7'-11" A.F.F.1 /8
6.42 6.38
6.40 9.70
26.02
26.03
12.40 6.38
6.40
9.70
23.16
/8
6" 2' - 2" 11 7/8" 4 1/4"
/2
/8
ACT- 1
8'-0" A.F.F.
9.21
9.02
9.78
9.21
9.02
11.22
9.21
9.02
AWC-1
8'-0" A.F.F.
9.21
6.37
9.21
J O H N
A
P O E
IO
H O
F O
E T A T
S
R EG
IS
E T
R E D
R A C H
TI
E
CT
VA Project No.
JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
/2
/2
:2
:5
A
M
EXPAND EMERGENCY
DEPARTMENT
05/03/21
MISCELLANEOUS DETAILS
A511 DesignerApprover
19016.00
539-20-102
Cincinnati, OH
JUSTIN BEAUDOIN
100% CONSTRUCTION
DOCUMENTS
3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290
Scale: 1 1/2" = 1'-0"1 PPE Cabinet - Elevations
Scale: 1 1/2" = 1'-0"2 PPE Cabinet - Plan Detail
Scale: 1 1/2" = 1'-0"3 PPE Cabinet - Section Detail
GENERAL CASEWORK NOTES
A. See Interior Elevations for further information.
KEYNOTES
5.17 Angled metal framing to structure above.
6.03 2" x wood blocking.
6.30 3/4" plywood face frame with PL-4 finish.
6.36 1/4" plywood slide-in backer with PL-4 finish.
6.37 Wood blocking.
6.38 6" (5.88") mdf veneer plank.
6.40 Fire treated wood blocking.
6.41 Magnetic catch. Set recessed into door panel.
6.42 Blocking to be painted matte black and match elevation of AWC spline.
9.02 3 5/8" non-structural metal framing @ 16" o.c.
9.14 Welded sheet vinyl. See Finish Legend.
9.21 5/8" Type X gypsum board.
9.41 Suspended acoustic ceiling tile/grid. See Finish Legend.
9.60 Resilient base. See Finish Legend.
9.65 5/8" gypsum board.
9.70 Ceiling support grid.
9.78 Non structural metal kicker @ 16" O.C.
11.22 Soffit mounted monitor and mounting bracket by owner.
Contractor to provide blocking and support.
12.06 1/2" compact laminate (CL-1) door with knife-edge on right and left edges. Top and bottom of door panel maintains straight-edge.
12.07 Fixed shelf. Plastic Laminate (PL-4) over 1/2" plywood.
12.08 1/2" compact laminate (CL-1) door installed with four (4) European hinges.
12.10 1" compact laminate (CL-1) panel. Only installed with Type P1.
12.12 Plastic laminate (PL-4) over 3/4" plywood.
12.13 Plastic laminate (PL-4) over 1/4" plywood.
12.15 Continuous hinges.
12.37 Adjustable shelf. Plastic Laminate (PL-4) over 1/2" plywood.
12.38 Acoustic wood ceiling spline.
12.39 Suspension wire.
12.40 Acoustic wood ceiling spline as required for exact diffuser width.
23.16 HVAC diffuser.
26.02 Light fixture housing.
26.03 Acrylic light fixture lens. Top edge of lens is 1/8" above ceiling surface.
Scale: 1 1/2" = 1'-0"4 Ceiling Detail
Scale: 1 1/2" = 1'-0"5 Bulkhead Detail
Scale: 3" = 1'-0"6 AWC Coordination With Light Fixture
Scale: 3" = 1'-0"7 AWC Coordination With HVAC
Scale: 3/4" = 1'-0"8 Soffit Monitor Detail
Revisions Date
3 ADDENDUM #1 07/27/21
1 BID SET 05/03/21
C BEAMLC BEAML
UNISTRUT AND BEAM CLAMP BY LIFT
MANUFACTURER.
EXISTING WF BEAM.
EXISTING FIREPROOFING.
REMOVE AS REQUIRED AND
RESTORE AFTER
INSTALLATION OF UNISTRUT,
REFER TO SPECIFICATION.
UNISTRUT AND BEAM CLAMP BY LIFT
MANUFACTURER.
EXISTING WF BEAM.
EXISTING FIREPROOFING.
REMOVE AS REQUIRED AND
RESTORE AFTER
INSTALLATION OF UNISTRUT,
REFER TO SPECIFICATION.
ANGLE TOP AND BOTTOM BY
LIFT MANUFACTURER.
UNISTRUT COLUMN INSERTS
AND TRACK BY LIFT
MANUFACTURER.
3 SIDES
STIFFENER TO
ANGLE, TYP.
7"
HSS SUPPORT BEAM BY
CONTRACTOR.
ANGLE WITH (2) STIFFENERS, TYP BY
CONTRACTOR.
UNISTRUT RAIL AND HANGER BY
CONTRACTOR.
C BEAML
EXISTING WF BEAM.
UNISTRUT AND BEAM
CLAMP BY LIFT
MANUFACTURER.
UNISTRUT PER LIFT
MANUFACTURERS DRAWINGS.
HANGER DESIGN BY LIFT
MANUFACTURER. CENTER
CONNECTION UNDER EXISTING BEAM.
EXISTING FIREPROOFING.
REMOVE AS REQUIRED AND
RESTORE AFTER INSTALLATION
OF UNISTRUT, REFER TO
SPECIFICATIONS.
1/4 1/4
HSS SUPPORT BEAMS BY
CONTRACTOR.
SCHEMATIC PROCEDURE LIGHT SUPPORT
T/SLAB
PROCEDURE LIGHT MOUNTING HEIGHT
REFER TO EQUIPMENT MANUFACTURER
AND ARCHITECTURAL DRAWINGS
FOR ADDITIONAL INFORMATION
PROCEDURE LIGHT MOUNTING HEIGHT
REFER TO EQUIPMENT MANUFACTURER
AND ARCHITECTURAL DRAWINGS
FOR ADDITIONAL INFORMATION
SCHEMATIC SUPPORT SECTIONS
LIGHT MANUFACTURERS
MOUNTING PLATE.
LIGHT MANUFACTURERS
MOUNTING PLATE.
/2"
1/4REQ. PRIOR TO WELDING.
1/2" RTN E.E., TYP.
PREP SURFACE AS ELEV.
T/EX SLAB
ELEV. VIEW
THREADED ROD BY LIFT
MANUFACTURER OR INSTALLER.
DOUBLE NUT EACH END.
STRUT BY LIFT MANUFACTURER
OR INSTALLER
EXISTING WF BEAM ENCASED IN
CONCRETE FIREPROOFING
CHIP CONCRETE TO EXPOSE BOT.
FLANGE. APPLY NEW
FIREPROOFING AS REQ. BY ARCH.
5/16" THICK BENT PLATE x 3"
WIDE WITH HOLE FOR
THREADED ROD CENTERED.
NOTE: SEE PLAN FOR APPROXIMATE
LOCATIONS. VERIFY EXACT LOCATIONS
WITH LIFT MANUFACTURER AND ARCH
PRIOR TO
INSTALLATION.
CONCRETE ENCASED BEAM
/2"
3" 1"
3"
1 1/2"
VA Project No.
JPA Project No.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Office of Construction and Facilities Management
7/
/2
8:
:3
AM
EXPAND EMERGENCY
DEPARTMENT
01/27/2021
GENERAL NOTES
S001
JTBFJE
19018.00 539-20-102
Cincinnati, Ohio
100% CONSTRUCTION
DOCUMENTS
GENERAL STRUCTURAL NOTES:
A. CODES AND SPECIFICATIONS
1. 2018 INTERNATIONAL BUILDING CODE.
2. ASCE/SEI 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
3. ANSI/AISC 303-16, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AS MODIFIED BY THE
CONSTRUCTION DOCUMENTS.
4. ANSI/AWS D1.1, STRUCTURAL WELDING CODE – STEEL.
5. ADDITIONAL TECHNICAL SPECIFICATIONS IN THE PROJECT MANUAL.
B. DESIGN LOADS
1. FLOOR LOAD:
TYPICAL EXISTING FLOOR LIVE LOAD: 100 PSF, 2000 LBS CONCENTRATED
EXISTING CEILING AND MECHANICAL ALLOWANCE
ABOVE TYPICAL FLOOR AREAS: 10 PSF
2. ROOF LOAD:
ROOF LIVE LOAD, MINIMUM: 20 PSF - (NR)
CEILING AND MECHANICAL ALLOWANCE
ABOVE TYPICAL FLOOR AREAS: 10 PSF
ROOFING AND BALLAST ALLOWANCE: 20 PSF
CONCENTRATED LOAD ON ROOF: 300 LBS
NEW ROOFTOP EQUIPMENT DEAD LOADS: NOTED ON ROOF FRAMING PLAN
(NR) INDICATES LIVE LOADS ARE NOT REDUCED. OTHERWISE DESIGN LIVE LOADS FOR SLABS, BEAMS, COLUMNS, AND
FOUNDATIONS ARE REDUCED PER BUILDING CODE SECTION 1607.
ROOF LIVE LOADS ARE INCREASED FOR SNOW DRIFT AND PONDING PER ASCE-7. WATER DEPTH ON DEFLECTED
STRUCTURE 6" MAXIMUM.
3. SNOW LOAD:
GROUND SNOW LOAD: Pg = 20 PSF SNOW EXPOSURE FACTOR: Ce = 1.0 THERMAL FACTOR: Ct = 1.2 SNOW LOAD IMPORTANCE FACTOR: Is = 1.2 FLAT ROOF SNOW LOAD: Pf = 20.2 PSF
4. WIND LOAD:
DESIGN WIND SPEED (3-SECOND GUST): Vult = 120 MPH; [Vasd = 93 MPH]
RISK CATEGORY: IV
WIND EXPOSURE: B, Kz = 0.75, Kzt = 1, Kd = 0.85 INTERNAL PRESSURE COEFFICIENT: ENCLOSED BUILDING, GCpi = +/- 0.18
ROOF HEIGHT H = 40 FT.
5. EARTHQUAKE DESIGN DATA:
RISK CATEGORY: IV
SEISMIC IMPORTANCE FACTOR: Ie = 1.5 MAPPED SPECTRAL RESPONSE ACCELERATION: Ss = 0.145, S1 = 0.077
SITE CLASS: D
DESIGN SPECTRAL RESPONSE COEFFICIENT: Sds = 0.155, Sd1 = 0.123
SEISMIC DESIGN CATEGORY: C
5. THE PROJECT IS AN INTERIOR RENOVATION WITHIN THE EXISTING BUILDING. NEW STRUCTURAL WORK IS LIMITED TO ROOFTOP EQUIPMENT SUPPORTS AND DOES NOT CHANGE THE EXISTING STRUCTURAL SYSTEMS FOR GRAVITY OR LATERAL LOADS. NEW WORK AND ALTERED ELEMENTS MEET NEW CODE REQUIREMENTS. EXISTING STRUCTURE THAT IS
UNALTERED IS TO REMAIN AND IS IN ACCORDANCE WITH IBC 3404.
C. STRUCTURAL STEEL
1. ALL WORK SHALL CONFORM TO AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STANDARDS AND THE PROJECT
SPECIFICATIONS.
2. FABRICATOR SHALL MEET AISC CERTIFICATION STANDARD FOR STEEL BUILDING STRUCTURES PER THE PROJECT
SPECIFICATIONS.
3. MATERIAL:
a. WIDE FLANGE SHAPES: ASTM A992 (Fy 50 KSI).
b. STEEL PIPES: ASTM A53, GRADE B (Fy 35 KSI).
c. OTHER ROLLED SHAPES, PLATES AND BARS: ASTM A36 (Fy 36 KSI).
d. PLATES AND BARS NOTED GRADE 50: ASTM A572 (Fy 50 KSI).
e. BOLTS: ASTM A325, 3/4" MIN. DIA., U.N.O.
4. PROVIDE TENSION CONTROL A325-TC BOLTS OR F1852 ASSEMBLIES, OR F959 SELF INDICATING LOAD INDICATOR WASHERS
AND PRETENSION ALL BOLTS.
5. ALL WELDING MATERIALS, WELDING PROCEDURES AND OPERATORS PERFORMING WELDING TO BE QUALIFIED PER AWS D1.1.
6. CONNECTION CONFIGURATIONS INDICATED ON THE PLANS, NOTES AND DETAILS REPRESENT THE DESIGN INTENT. ITEMS SPECIFICALLY INDICATED, SUCH AS WELDS, STIFFENERS, BRACES, ETC., MUST BE PROVIDED AT MINIMUM AS SHOWN.
ADDITIONAL DESIGN AND DETAILING OF CONNECTIONS, INCLUDING CONSIDERATION OF MEMBER THICKNESS, HOLES, CUTS, COPES AND THE EFFECTS OF…
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